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http://dx.doi.org/10.5389/KSAE.2007.49.2.027

Development of Model of Shear Strength Estimative for Steel Fiber Reinforced Concrete Using Neural Network  

Kwak, Kae-Hwan (원광대학교 토목환경, 도시공학부)
Hwang, Hae-Sung (원광대학교 대학원 토목환경공학과)
Kim, Woo-Jong (원광대학교 대학원 토목환경공학과)
Jang, Hwa-Sup (원광대학교 대학원 토목환경공학과)
Kang, Shin-Muk (원광대학교 대학원 토목환경공학과)
Publication Information
Journal of The Korean Society of Agricultural Engineers / v.49, no.2, 2007 , pp. 27-36 More about this Journal
Abstract
This study, the present study wishes to develop a model that estimates shear strength characteristics of steel fiber reinforced concrete using artifical neural network models. Neural network models, developed as mathematical models, are being widely used not only in its original purpose of pattern recognition, but also in application fields by the function's nonlinear loaming and interpolar ability Neural network has a repetitive rotation algorithm that can cyclically and repeatedly estimate system conditions and parameter ideal values, and it can be used in the modeling of the nonlinear system by nonlinear characteristic functions that construct the system.
Keywords
Steel fiber; Aspect ratio; Volume fraction of steel fiber; Neural Network;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 Kwak, Kae-Hwan, Suh June, Thomas Hsu Cheng-Tzu, Shear-Fatigue Behavior of Steel Fiber Reinforced Concrete Beams, ACI Structural, Title no. 88-S18, 1991, pp. 155-160
2 Lee Cha Don, ' Fiber Reinforced Concrete : Design and Applications', Korean Society of Steel Construction, 1992, pp. 53-59. (in Korean)
3 Bayramov F., Tasdemir C. and Tasdemir M. A, 'Optimisation of steel fibre reinforced concretes by means of statistical response surface method', Cement & Concrete Composites, 2004, pp. 665-675
4 Kwak Kae-Hwan, Park Jong-Gun, Jang Hwa-Sup, ' Fatigue Behavior of Steel Fiber Reinforced Concrete Continuous Beams under Cyclic Loading', Journal of the Korean society of agricultural engineers, Vol. 46, No. 6, 2004, pp. 47-58. (in Korean)
5 Lee Hyun-Ho, Keon Young-Ho, Jung Hyun-Seok, ' Determination of Optimum Reinforcing Ratio Considering Steel Fiber Shape and Volume Fraction Ratio'. Korea institute for Structural Maintenance Inspection, 2003, pp. 251-256. (in Korean)
6 Hillerborg A, Modeer M and Peterson P. E, 'Analysis of crack formation and crack growths in concrete by means of fracture mechanics and finite elements', Cement & Concrete Research, 1976, pp. 773-782
7 Simon M. j., Lagergren E. S. and Wathne L. G., 'Optimising high-performance concrete mixtures using statistical response surface method'. In: Proceeding of the 5th International Symposium on Utilization of High Strength/High Performance Concrete, Oslo, Norway: Norwegian Concrete Association, 1999, pp. 1311-1321